SW8160916_Approved Plans_20161117

n 1438 SITE DATA
PROJECT NAME: CROSSWINDS CHURCH HVAC NOTE:
LEGEND:
SITE ADDRESS: 445 LANVALE ROAD HVAC WILL BE LOCATED ON THE ROOF SCREENED BY EXTERIOR WALLS.
SITE PIN: 218719505167 - -`
PARCEL ID: 04700011 - oHE OVERHEAD ELECTRIC
o PROPERTY OWNER: NC EASTERN DISTRICT OF WESLEYAN CHURCH & FLOOD NOTE:
— —
CROSSWINDS CHURCH THIS TRACT DOES NOT LIE WITHIN A DESIGNATED FLOOD ZONE,ACCORDING LIGT BURIED TELEPHONE LINE
�� - ��J SOURCE DEED: DEED BOOK 3606, PAGE 717 TO FEMA FIRM COMMUNITY-PANEL NUMBER 370192004011168, BEARING AN ------ ------- f:, ----------- BURIED GAS LINE
d
y �\ PARCEL TRACTAREA: 541,426 SF (12.43 ACt) EFFECTIVE DATE OF JUNE 2, 2006.
z PROJECT AREA 174,240 SF (4.0 AC) BURIED TV CABLE
1415.�- U, j ZONING: R6000 (HIGH DENSITY RESIDENTIAL)
>cr BURIED FIBER OPTIC
tc, PROPOSED USE: WORSHIP CENTER W--- — w WATER LINE
•tj�� ��� 700 � �o ,� DIMENSION FEQUIREMENTS ---w------ -
__—. FM - -- FM--____..-.— FORCEMAIN LINE
�1734 \\ Rd. � 1438� Lanvale ra-' REQUIRED PROVIDED
oCrossroads �o�e�a FRONT SETBAC< 30' 30'+ J- -- SS---- SS----------- SANITARY SEWER LINE
1446 \'�� �, SIDE SETBACK 5' (10' BOTH) 10'+
STORM DRAINAGE LINE
vi
x x CHAINLINK FENCE
STREET SIDE NA NA Z
REAR SETBACK 9' 9'+
p 1733 °� 0
5 _
c_.-"e _W�''ld � MAXIMUM BUILDING HGT 35' 26' EXISTING CONTOUR —
�' — RIGHT OF WAY/BOUNDARY LLI
Carol-Lynn Dr. ;/ STREET YARD EUFFER 20' 20'
Rd. 1732 17 RESIDENTIAL YARD BUFFER 20' 20'
BOUNDARY LINE
i 1553 �� i ( "
- BUILDING HATCH
OPEN SPACE REQ'D: 7% PROJ. AREA= 0.07 x 174,240 = 12,197 sf(0.28 ac)
OPEN SPACE PROV'D: 95,832 sf(2.20 ac) COMPACTED GRAVEL(DUSTLESS)
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doe 1461 � BUILDING INFORMATION
SIDEWALK
% / 43)
PROPOSED 1-S70RY WORSHIP CENTER:
11,274 SF FOOTPRINT ASPHALT PAVEMENT � W
y BUILDING COVERAGE: 11,274/ 174,240 sf=6.47%
(u
LOCATION MAP PARKING INFORMATION U
PARKING:
SCALE: 1"=800' NORTH MINIMUM REQ'D: 1 PER 20 SF OF WORSHIP SPACE (2036 SF)= 102 SPACES - O �
PROVIDED: 104SPACES Lr';NVAE_E CORE'.. OR�y.TION I W ` - �
ACCESSIBLE SPACES REQ'D: 4 SPACES BOOK 3 O PAGE_ 01 .:z O --- - z - cB N rp
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ACCESSIBLE SPACES PROV'D: 4 SPACES - - o C�" > U
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GRAVEL DUMPSTER AREA NO CURBING (EDGE OF ASPHALT) j w U FD It m
WITH ENCLOSURE TURN DOWN SIDEWALK 10'X70' SITE TRIANGLE j
ALONG BUILDING FACES TRIMMED AT PROPERTY LINE
(SEE DETAILS) (SEE DETAILS) I I U� �I I `-` D ` ,E A L)E!I H A L_
18" C&G (SEE DETAILS) PROPOSED SIGN
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EXIST. WOODLINE, TYP. I E i' _) ,
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CURB STOPS, TYP.
TOTAL 318 LF 6 SCH40�a�` MIN, 1.041© r; 25.0' C.o h
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WITH APPURTENANCES C� H
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SCALE: 1"=30'
PEI JOB#: 15379.PE

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1438
r _ LEGEND:
SITE OHE OVERHEAD ELECTRIC SPOT GRADE LEGEND:
O - UGT BURIED TELEPHONE LINE CB = CATCH BASIN STORM DRAINAGE NOTES:
r' DCB = DOUBLE CATCH BASIN 1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE
G BURIED GAS LINE DI = DROP INLET EROSION CONTROL AND GRADING NOTES: RESPONSIBILITY OF THE DEVELOPER OR HOA, INCLUDING PONDS AND
�ro DDI = DOUBLE DROP INLET 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE PIPES.
--- - <<,V BURIED N CABLE YI = YARD INLET CUT/FILL. SEE GENERAL NOTES SHEET FOR GRADING, DRAINAGE,AND EROSION CONTROL
MH = STORM MANHOLE NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL 2.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING
-- Fo-- BURIED FIBER OPTIC
1415 �, TC = TOP OF CURB ELEVATION SHEETS FOR MORE INFORMATION. FENCES.
9 W W--- W WATER LINE GC = GUTTER CURB(FLOW LINE)ELEVATION
SretG E CC = CURB CUT(FLUME)ELEVATION 2. SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE. 3.) IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS
�yb �� 700 ! - FM FM --- FORCEMAIN LINE APPROVED PLANS SHOW OTHERWISE.
� PG = PROPOSED GRADE(GROUND)
1734 �° �� Z Lanvale ' -- - SS-- - SS----- SANITARY SEWER LINE GVL = PROPOSED GRAVEL GRADES 3. CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE REGARDING
,Rd. 1438 Crossroads Le�a�a PV = PROPOSED PAVEMENT THE SITE'S EXISTING GRADE. EARTHWORK ACTIVITIES MAY HAVE TAKEN PLACE AFTER THE 4.) STORM DRAINAGE STRUCTURES WITHIN TRAFFIC AREAS SHALL BE TRAFFIC
�o --- STORM DRAINAGE LINE EP = EDGE OF PAVEMENT SURVEYED TOPOGRAPHY. RATED FOR H-20 LOADS AT A MINIMUM.
„
1446 EC = EDGE OF CONCRETE
o 'Ao x x CHAINLINK FENCE 5.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE
HP = HIGH POINT ELEVATION ASPHALT, CONCRETE, AND BUILDING PAD NOTES: WITHIN ASPHALT AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES. z
a 1733 PROPOSED FENCE(TYPE AS INDICATED) LP = LOW POINT ELEVATION 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE Z
�bae�Wynd 5 ` TW = TOP OF WALK(SIDEWALK)ELEVATION CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE IN PAVEMENT AND 6.) PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED O
41 PROPOSED CONTOUR DG = DITCH GRADE ELEVATION STRUCTURAL AREAS, IN ACCORDANCE WITH THE S&ME PRELIMINARY GEOTECHNICAL EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. j
Carol-Lynn Dr CL = CENTERLINE EXPLORATION REPORT(1061-08-348)DATED MARCH 2008 AND/OR TECHNICAL SPECIFICATIONS. W
n --- --- - -41- - - -- --- EXISTING CONTOUR INV = INVERT
7.) RIM ELEVATIONS ARE LISTED AS THE"GUTTER OF FLOWLINE ELEVATION"
1732 � FES = FLARED END SECTION WITHIN A CURB INLET SECTION. THE CURB INLET RIM ELEVATION GIVEN IS 2
_ INCHES BELOW EDGE OF PAVEMENT EP . FOR DROP
Rd. -- � 7 Oo, � - CENTERLINE
- � 1553 0� � TWL= TOP OF WALL ELEVATION
BWL= BOTTOM OF WALL ELEVATION ( ) INLETS,THE RIM
RIGHT OF WAYBOUNDARY (EG)= EXISTING GRADE ELEVATION IS LISTED AS THE CENTER OF GRATE FOR DROP INLETS. THE
�ew7e (XX) = EXISTING ELEVATIONS,TYP. CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT(EP)WHEN
BOUNDARY LINE PLACING THE STORM INLETS WITHIN THE CURB-LINE. r
Upstream Downstream Upstream Downstream Diameter Pipe Length Upstream Rim O
L .10 1461 •(9 % TREE REMOVAL Node Node Invert Invert (In) (ft) Slope(%) Elev 8.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE.
CONTRACTOR SHALL PROVIDE 3"CLEARANCE ABOVE PROPOSED GRADE +r
INLET PROTECTION - WHEN PLACED IN A GRASS/PERVIOUS AREA;AND A FLUSH CONDITION WITH •�
DI 721 ES 720 34.59 33.00 36 351.5 0.45% 39.20 PROPOSED PAVEMENT OR IMPERVIOUS COVER.
STORM INLET(CURB&DROP) DI 722 DI 721 35.10 34.59 36 108.8 0.47% 39.30 � ];
39.20 9`) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER �
LOCATION MAP • STORM MANHOLE DI 723 DI 722 35.50 _ 35.10 30 103.3 0.39% COLLECTION SYSTEM ONLY. co
D1724 D1723 36.00 35.50 30 104.2 0.48% 39.20
SANITARY SEWER CLEANOUT U
SCALE: 1"=800' NORTH �co DI 725 DI 724 36.30 36.00 24 _ _ 51.1 0.59% 39.40 10.) THE CONTRACTOR SHALL USE EITHER RCP(CL. III)OR HDPE PIPE FOR THE i
STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE O LO
SANITARY SEWER MANHOLE DI 726 DI 725 36.60 36.30 24 72.5 0.41% 39.40 (/�
------- - --- ----------------------------- -------------- -------- .---- PIPE, IT SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND I= d' ,,
DI 727 DI 726 36.80 36.60 18 61.6 0.32% 39.55 SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. _0 N CC)-.� FIRE HYDRANT ASSEMBLY .�_ �
D1728 D1727 37.30 36.80 18 145.0 0.34% 40.00 p .� (1) CV
is WATER METERS/BACKFLOW ENCLOSURES --
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SCALE: 1"=40'
PEI JOB#: 15379.PE

8'MAX.
NOTE: NOTE: VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR
THE CRITICAL ROOT ZONE(CRZ)OF A TREE IS CROWN OF THE TREE IS NEEDED FOR LEAF WARNING SIGN WIRE TIES
WHERE THE MAJORITY OF A TREE'S ROOTS LAY. GROWTH TO PRODUCE OXYGEN,FILTER WATER ENTRY UNIT
85%OF MOST TREE ROOTS ARE FOUND IN THE TOP THE AIR,REDUCE WIND AND SOFTEN NOISE. WITH TRASH SCREEN
TREE PROTECTION AREA GENERAL NOTES:
24"OF THE SOIL AND SUPPLY THE MAJORITY OF DO NOT DISFIGURE CROWN WITH
DO NOT ENTER 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
NUTRIENTS AND WATER.GENERALLY,ROOTS INTENSIVE PRUNING. ZONA PROTECTORA PARR
SPREAD OUT 2-3X THE HEIGHT OF THE TREE. LOS ARBOLES 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
PROHIBIDO ENTRAR AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT
CHANGE.
GRADE 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
ORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
1 f- CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER,
I ORANGE,UV RESISTANT 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE,REFER TO THE FLOW SHEET,CUT SHEET,
HIGH-TENSILE STRENGTH AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
+y STEEL POST POLY BARRICADE FABRIC(TYPICAL)
SCHEDULE 40 PVC PIPE
FRONT VIEW (BARREL OR ARM)
WARNING SIGN
ORANGE,UV RESISTANT
ORANGE SAFETY FENCE HIGH-TENSILE STRENGTH
CRZ OR ORANGE SILT FENCE FLEXIBLE HOSE RTHEN EMBANKMENT
(TYPICAL) POLY BARRICADE FABRIC(TYPICAL)
OeeO..... I e°°°°°°°•°°°°°°°° ( M N FLOAT EMERGENCY SPILLWAY PVC VENT
Z
q
PIPE
�- 40" W
3'MIN °
°°°°°°°°° e.°.
-T °e TOP VIEW ^;, SCHEDULE 40 PVC PIPE LOAT
(BARREL OR ARM)
° °..°_°°.°....'moo °°°.°°°°°°°°° o
° TREE PROTECTION AREA VC VENT PIPE I FLEXIBLE HOSE
a'MAX DO NOT ENTER
ZONA PROTECTORA PARA 1s^
NOTES: LOS ARBOLES
1. PROTECT CRITICAL ROOT ZONE(CRZ)OF TREES PRIOR TO CONSTRUCTION.CLEARLY PROHIBIDO ENTRAR
POTENTIAL FOR PIPING CAN
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ.BARRIER SHALL BE SIDE VIEW OCCUR. PROPER DESIGN TO
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. WARNING SIGN DETAIL
MINIMIZE DISCHARGE AROUND , _,
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT(DBH). NOTES: PIPE MUST OCCUR. O
r
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ,AT LEAST 12"OF MULCH AND/OR LOGGING
MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION `.I L=1.4 x DEPTH �
THIS ZONE. OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ,EXTRA CARE SHALL BE 2. WARNING SIGNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. LETTERS TO BE 3" TO THE OVERFLOW
TAKEN TO AVOID DAMAGE TO THE ROOTS.ALTERNATE CONSTRUCTION METHODS, SUCH HIGH,MINIMUM,CLEARLY LEGIBLE AND SPACED AS DETAILED. WATER ENTRY UNIT MINIMUM LENGTH APPLIES
AS A REINFORCED SIDEWALK,SHALL BE IMPLEMENTED AS NECESSARY. 3. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF U
5. FOR ALL TREES,CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. FOR TREE PROTECTION -
OF THE TRUNK IS PROHIBITED.DO NOT COMPACT SOIL BENEATH TREES.NO VEHICLE AREAS LESS THAN 100'IN PERIMETER,PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION
SHALL BE ALLOWED TO PARK UNDER TREES.NO MATERIALS OR AREA.
END VIEW SIDE VIEW I � �
MAINTAIN DEPRESSION TO I � _ --
EQUIPMENT SHALL BE STORED BENEATH TREES.DAMAGING THE BARK WITH 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION DISCHARGE PIPE MINIMIZE CHANCE OF SKIMMER y
LAWNMOWERS,CONSTRUCTION EQUIPMENT,OR ANYTHING ELSE IS PROHIBITED. FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. SCHEDULE 40 (NO SCALE) BECOMING STUCK
CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON,BASED ON ACTUAL FIELD
WORK ORDER AND FINE OF$500/DAY.DISTURBANCE OTHER THAN THAT ALLOWED ON THE DRAWN BY T.. EVANS 10/10
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE CONDITIONS. 1�
J.W.FAIRCLOTH 8 SON INC. � O V J
W W W.FAIRCLOTHSKIMMER.COM L^'
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT TELEPHONE:[phone] � W 00
MITIGATION. W FAX:[phone] � }� ^'
EMAIL:[e-mail] Z � ^' `V
STANDARD DETAIL crrror• STANDARD DETAIL error- 4/
DATE: JAN,2015 GTON DATE: JAN,2015 GTON °- 7y `�
TREE PROTECTION NORTH CAROIdNA TREE PROTECTION NORTH CAROLINA fit. { 1Ii '^ O `
4 tf Ys.
DRAWN BY JSR CITY OF WILMINGTON ENGINEERING t t V) co
DRAWN BY 1SR CITY OF WILMINGTON ENGINEERING ,f� ,gw
DURING PO BOX 1810 DURING PO BOX 1810 Po 0 (n
CH CKEDBY RDG,P.E. WILMINGTON.NC28402 LENGTH O LL = �...�
CHECKED BY RDG,P.E. WILMINGTON,NC28402 PROVIDE FLARED END e- O � 0 .� O
CONSTRUCTION [phone] o Z
CONSTRUCTION (s,o)34,-7807 � -
SCALE NOT TO SCALE SD 15-09 SCALE NOT TO SCALE SHEET 2 Of 2 SD 15-09
SHEET 1 of 2
SECTION IN DITCHES o`�- so' � �_ Ln
(FES NOT NEEDED FOR
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TOP STRAND MIN.#14 GAUGE COARSE AGGREGATE
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BOTTOM STRAND MIN.#
-/ FROM R/W
\ / \
SECTION VIEW w � O �
% IA
// N / NON-WOVEN FILTER FABRIC NCDOT CLASS B(d50=8")
z
SECTION EROSION CONTROL STONE Z
4"X 8"TRENCH LINED W/12" ON A LAYER OF 4"NCDOT TEMPORARY CONSTRUCTION ENTRANCE
i OF FABRIC AND #5 OR#57 STONE (1
COMPACTED FILL ON TOP
NOT TO SCALE
NOTES: RIP-RAP APRON SCHEDULE ' z
1. WIRE FENCE(IF USED)SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH
PIPE DIA. LENGTH, La UPSTREAM DOWNSTREAM STONE THICKNESS �W
OPENING OF 6-INCHES. RIPRAP LOCATIONS ( ) WIDTH,W(FT. t(IN.) STEEL POSTS 2 FT IN ~7
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFIN'S OR (IN.) (ft) WIDTH,3xDIA FT. ) GROUND. rC�
POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD RRA-1 24" 15' 6' 5' 13.5" O
CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM RRA-2 24" 15' 6' 5' 13.5"
D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. i4
MAX.4-FT
I
TEMPORARY SILT FENCE RIP-RAP APRON DETAIL _ v
NOT TO SCALE s 19-GAUGE 8 0.25"MESH
r OPENING HARDWARE CLOTH
NOT TO SCALE � \ � �
r. , EXTENDS MIN.2 FT ABOVE
T GROUND.
GALVANIZED BAR GRATING 1"x 1/8" BEARING BARS. >' %i,� '
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4"x 1 1/4"x 1/4" ,1 't fir¢ r ti r
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE.
RISER EL. =39.50 RISER EL. = 39.50
12-I N _
20 FT TOP OF BASIN-41.00 NCDOT#5 OR#57 WASHED STONE
40-deg PLACED TO A HEIGHT OF 16" O
MINIMUM ABOVE TOP OF BOX U
<;> > y -NOTCH
@ 2:1 SLOPE.
OUTLET BARREL
f PERMANENT POOL= 38.50 (1)24" RCP SINGLE-WALL NOTES:
1 ; PERMANENT POOL= 38.50
i r SPILLWAY ELEV=40.00 34 LF @ 1.47% 1. DRIVE 5-FOOT STEEL POSTS(1.25 lb/If steel)2 FEET INTO THE GROUND
SURROUNDING THE INLET.SPACE POSTS EVENLY AROUND THE PERIMETER OF F�-I
THE INLET,A MAXIMUM OF 4 FEET APART.
MN.1 MP TO RIP-RAP APRON 2, SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A
BERMUDA OR JAMUR ZOYSIA SOD INV=38.50
SUMP OUT 38.00 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE '� U
WITH SAND-CLAY BASE TOP, MIDDLE,AND BOTTOM FOR A MIN.2 FEET ABOVE THE GROUND. PLACING A
ON A NON-WOVEN FILTER
FABRIC TUCKED IN ON SIDES 4'X4' I.D. RISER 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND
POND EMERGENCY SPILLWAY OPENING REMOVAL IS RECOMMENDED. Ln
3. UNIFORMLY GRADE nO
A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP O h�°-1(RISER O.D,BA X 6" ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE "' i--I
NOT TO SCALE FRONT VIEW SIDE VIEW EXTENDED BASE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE cn <co cp co
THAT STORM FLOWS GET INTO THE INTENDED INLET;UNLESS OTHER w Z m m m
POND SHELF PLANTING POND OUTLET STRUCTURE DETAL PREVENT OFFSITRESEDIMENT-RUNOFF.OL D EVICES ARE TALLEDTO 1 o O
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF,EQUAL NOT TO SCALE
NUMBERS OF EACH OF THE LISTED SUITABLE PLANTS.DURING 00 Q
INSTALLATION,GROUP SIMILAR SPECIES OF PLANTS TOGETHER. ATTACH SKIMMER TO THEV-NOTCH USING PLYWOOD OR 10'+/-
INSTALL PLANTS 24"O.C.IN A CHECKERBOARD PATTERN. TEMPORARY INLET PROTECTION Z
OTHER TEMP.BLOCK/GE TO THE TOP OF THE RISER. F F m O
TOP OF POND
CONTRACTOR TO EQUIP LOW LEVE_ORIFICE WITH REDUCER FOR NOT TO SCALE Q 00 Z LL
SUITABLE PLANTS ELEV 4- �� y >_
PICKERELWEED(PONTEDERIA CORDATA) CONNECTION OF 3.0"3KIMMER TO 2.4"ORIFICE PIPE. Ov Z
DUCK POTATO(SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
gg .. �
SWAMP ROSE(HIBISCUS MOSHEUTOS)
U <� (D ° z_
BLUE FLAG(IRIS VIRGINICA) FAIRCLOTH SKIMMER(OR APPROVED EQUF-) 3 5 W a Z L, LU w w
CARDINAL FLOWER(LOBELIA CARDINALIS) 3.0"SKIMMER WITH A ORIFICE DIAMETER=21" w ° ¢ w Z Z Y
PLANTED 6:1 SLOPE WET RETENTION !SEDIMENT BASIN NOTES: O Z LU < W w
3.5 1 0 oQ ?z ¢ Ucn W
1 SEE LANDSCAPE 1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING CONSTRUCTION AS A d O a,� W p o 0 o o m
NOTES THIS SHEET EM.SPWY SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
FOREBAY BERM ELEV.40.00 SEAL
6' 1.5"TEMP. POOL-39.30 2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED 11I I I I11/
1.5"TEMP. POOL=39.30 - DEPTHS OF THE WET DETENTION POND AS ILLUSTRATED ON THE PLANS AND INSTALL o��N CARO��N /
PERMANENT POOL=38.50 = r THE PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE IS IN PLACE,THE
CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO THE PERMANENT POOL
PERMANENT POOL 38.50 �,
_..� I ... - V-NOTCH WEIR.
TOP OF SHELF
MAIN STORAGE POND = 034354
_IIII
FOREBAY 3 3 OVERFLOW BARREL
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM t�,<J%2t�/I
I
3 SEE SECTION THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED WET DETENTION F°-"I '9�°° �NGINE�
1 1 In
_ (ACROSS FOREBAY BERM ONLY) _
• = 1
I L BOTTOM OF SHELF SEDMENT
STORAGE 1.0 FT OVERFLOW DETAIL POND. cod\
BOTTOM ELEV.33.0 ELEV.37.50 _ ( " ) POND BOTTOM ELEV.33.0 SEE SECTION 4 F ,Fs//BRANC����
SEE PLANS FOR INLET PIPE - ' OR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,STORMWATER STORED BELOW
LOCATIONS&1 /ERTS I I PERMANENT POOL SHALL BE PUMPED.
94ECC, IV - �
5. ALL STORMWATER(INCLUDING(ROOF DRAINAGE)MUST BE CONVEYED T HE
Know what's below. WET RETENTION POND DETAIL (AND SEDIMENT BASIN) ORMWATER CONTROL MEASURE. C -4,00
Call before you dig. NOT TO SCALE
PEI JOB#: 15379.PE

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t�.912011�
SEP 2 1 201 '� %Fs BRANCH
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o� GRAPHIC SCALE DA-MAP
Z 0 30 60 120 240
SCALE: 1"=60'
PEI JOB#: 15379.PE